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Appendix H - Transportation Supporting Information COMBINED
City of Pleasanton
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BOARDS AND COMMISSIONS
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PLANNING
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AGENDA PACKETS
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2020 - PRESENT
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2025
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12-10
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ITEM 5 EXHIBIT A
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Appendix H - Transportation Supporting Information COMBINED
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+&0WK7:6&,QWHUVHFWLRQ6XPPDU\([LVWLQJ$0 <br />'XEOLQ&DQ\RQ5G 6FKDHIHU5DQFK5G 09/13/2019 <br />Hidden Canyon-Lester Property Synchro 10 Report <br />TJKM Page 1 <br />Intersection <br />Int Delay, s/veh 7.3 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Vol, veh/h 114335004169000170178 <br />Future Vol, veh/h 114335004169000170178 <br />Conflicting Peds, #/hr 0 00000000000 <br />Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop <br />RT Channelized - - None - - None - - None - - None <br />Storage Length 0 - 270 200 -------- <br />Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - <br />Grade, % - 0 - - 0 - - 0 - - 0 - <br />Peak Hour Factor 79 79 79 60 60 60 25 25 25 79 79 79 <br />Heavy Vehicles, % 2 22222222222 <br />Mvmt Flow 144 424 0 0 693 15 0 0 0 22 0 225 <br />Major/Minor Major1 Major2 Minor1 Minor2 <br />Conflicting Flow All 708 0 0 424 0 0 1525 1420 424 1413 1413 701 <br /> Stage 1 ------712712-701701- <br /> Stage 2 ------813708-712712- <br />Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 <br />Critical Hdwy Stg 1 ------6.125.52-6.125.52- <br />Critical Hdwy Stg 2 ------6.125.52-6.125.52- <br />Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 <br />Pot Cap-1 Maneuver 891 - - 1135 - - 96 136 630 115 138 439 <br /> Stage 1 ------423436-429441- <br /> Stage 2 ------372438-423436- <br />Platoon blocked, %- -- - <br />Mov Cap-1 Maneuver 891 - - 1135 - - 41 114 630 101 116 439 <br />Mov Cap-2 Maneuver ------41114-101116- <br /> Stage 1 ------354365-360441- <br /> Stage 2 ------181438-355365- <br />Approach EB WB NB SB <br />HCM Control Delay, s 2.5 0 0 39.1 <br />HCM LOS A E <br />Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 <br />Capacity (veh/h)- 891 - - 1135 - - 340 <br />HCM Lane V/C Ratio - 0.162 -----0.726 <br />HCM Control Delay (s) 0 9.8 - - 0 - - 39.1 <br />HCM Lane LOS A A - - A - - E <br />HCM 95th %tile Q(veh) - 0.6 - - 0 - - 5.4 <br />lrj f+ lrj t
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